SW6230605_Plansheet - C-2.4 - Proposed Conditions/Site Plan_20230705 (5)

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MATH SINE CURVE TABLE 4Dsite
SE CO CURVE LENGTH RADIUS BEARING CHORD ■
�755'49 E i SHEET �_2 solutions
. 60.03, 1 C33 39.27 25.00 N39°56'54"E 35.36 civil engineering I land surveying
C40 63.88 325.00 N10°40'59"W 63.78 409 Chicago Drive,Suite Fayetteville, 3
office�910-426-6777 fax [phone] license numberr I C-2-235454
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C42 39.27 25.00 N39°56'54"E 35.36 wwwADsitesolutions.com
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v \ 15,671 SF / U
(0.36 AC) S67°51'11"E 61.37 TIE C49 118.09 308.69 N15°27'10"W 117.38
N84°56'54"E 50.00' TIE 29, N63°50'34"E 160.00' C51 39.27 25.00 N39°56'54"E 35.36
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0 12,616 SF `V °j / <v rn 1 • r 457
/ (0.29 AC) ./� /<v \j o > 8p Op• 113 / / � 126 2 16,039 SF �/ C59 76.54 325.00 N19°24'39"W 76.36 ' •••O v�•� �``
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o / \ N N63°50'34"E 160.00' o //11111111
(0.28 AC) (0.32 AC) o \ / o C61 39.27 25.00 S50°03'06"E 35.36 R ' ���
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66 00
12 6 0 \ 16S 0 �/ /� 16S\ 4 S6 B / 37' i C64 64.57 375.00 S09°59'03"E 64.49
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s 0 2g 30" MOUNI(�B �O�t6 0 �/ / S6 / / / 158
/ \4"lv A \ / / = I C72 70.28 375.00 S13°06'26"E 70.17
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/o 127 \ 12,375 SF 4' SIDEWALK / ^ ` LO
d� R27.5 / (0.28 AC) moo' %� / �� ;U O 40 14,746 SF
/ > ` ,
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EASEMENT v o O / / O Q / o / E 1 1
i (TYP) S \ / 12,000 SF p / \ (0.28 AC) 16 / / \ / 4� 1�5g' I S 127„
9 0 / 0 8 0 \ / IN 164.23'
4' SIDEWALK g1, / (0.28 AC) o' �o J SOp, \ / o \ S84S �� 16,5 o ` I .
(TYP)
7SOp•�\ \�BQOp- \ / / 12,629 SF / ��% 8 S84S\6,/ \ / / / \ 157 �/ I
(0.29 AC) �,�/ to / > �Op. S4»w 330 132 I / l 149 14,001 SF U / 173 S24°07'56"E 47.41'
TOT 12,375 SF / / O O \ (0.32 AC) / 14,405 SF
7S p\ S84• 8p (0.28 AC) 12,375 SF o / (0.33 AC) J
o S6 S��0' J / l \1 8p o/ (0.28 AC)
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00 V / 12,616 SF o �o \ \ Gi o/ / 16S o� 4 s6 S4„ \ / /
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/c J� /^ / \/ �o \ CV \
o`O 12,000 SF o ,o \ \\ ` / 12,000 SF Q
/ o / \� R27.5 `n� (0.28 AC) /o' o/ / / /h �j 150
12,375 SF
o/ 78 (TYP) �� DRAINAGE 0 130 / /r�o \� %� 12,375 SF \ (0.28 AC) �� 12,239 SF
12,000 SF o `O \ \ EASEMENT O o �, / 4�0� h/ \ (0.28 AC) /\ lg / p ^ \ (0.28 AC)
/ (0.28 AC S Op• 6p p 12,000 SF /o ,maw moo/ 8S o \ S8 S p0' \ n4O ^cv/ /\ 16\ /
/ ) /coo \ o (0.28 AC) ^o off/ / 00 \ l \S4» / / /o / \S84• S pp \ ^�
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12,000 SF o 0 2 �� \ 8 l / O 4� / \ S V / \ // -) �`\
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0
7S 00'�\ \ ` \ / (0.29 AC) j/� k
/ p0 4 w 33p O / o 0 EDN/\ /
/ / \ p0' T 12,375 SF / � / / PROJECT NAME
12,000 SF oo co . v <n / `V OT /
7S\ / (0.28 AC) /o' / ^ / q� \ (0.28 AC) / ) 12,375 SF
0
0' / h/ 75 / �S p\ rn 4 s6\O� \ / / / / 151 / 8p 0 p' \ / po 4v r� / \ (0.28 AC)
\ 10 O N S Rp 280 \� / O ,w. o w / 16\ / o S
\ 12,000 SF o o`° / / STRF 0 R/ qQ TOT 6 / / 12,616 SF o oco \ / /� ; / S • S Op, ^`n'
7S 00 / (o.28 AC) /� o o `\ FT cg p q�\ �0' 2g• / (0.29 AC) /o' / /.� QJ \ 84 s6 s \ / MITCHELL
.• ev 14 o/ 8S M O fl4n' \4 W V,v ..\ Ty gCCF �_ op
/ ) SS / 12,000 SF o / \ / \J / \ /
/ \ �� / (0.28 AC) /o• ^� / // ED =<v
12,Oo0 C) o ,o S UT/"�SO ��� DRAINAGE / / o FARMS
(0.28 AC) /� V 12,375 SF
RTS EASEMENT / �o tv. / �� / (0.28 AC) S
7S00' . 12,00o SF
o .o (TYP)
60 12,000
DAcj 8500, /84S6S� /
- - • �L-\ / / 028 AC) /o "� pp'���584• \ �l l 4F16 \ �� SUBDIVISION
`•• \ / ( 56�4„w �`�. 154
2S20 \`80
I 30, 12,000 SF o ,o \\ TOT 00 / 10.296ACF / ^/ 8Q 00'
p�Is, 7S 00, ( / / (0.28 AC) o / > 00 (0.29
)
' \ 44 p 3\ /
\
G F \ \ / \ Q S 8
POCKET PARK WITH \/ / / 12,000 SF / o o p0S6\�� \ /� / ED ppp,
FRISBEE GOLF � .lr Spp, / / (0.28 AC) 70S p0�
TOT 6 \/ / 12,616 SF o 40 \
CA 1 \ q�\ o p , / / . o
\ / 12,000 SF o o /\ \ \�` �0 G6o 2g• / (0.29 AC) / 178 /
♦ 1,625,730 SF 7S00 / (0.28 AC) /co p"� / / �7\ \��� o . O
♦ (37.32 AC) / 69 / DETAILED
� \ / o S 00'•�� o
' COMMERCIAL 84S \ / �. ` / / 12,000 SF A
�ADE BENCH 4F p S V / 12,000AC) /o o \ �� 10 (0.28 AC)
Tp / o 0 7S (TYP EOASEMENT 00 SITE PLAN
��----�' \ Op• 4o p io . > �� R27.5 o� 179 0
0 / \ o 6p / 12,000 SF% t�
♦ WALKING TRAIL��/ / moo. \ ���_ �0
\ \ (0.28 AC)
SOp• 12,000 SF o io . /
■� .1� ` / / ��� - \ _ \ COMMERCIAA (0.28 AC) /co '"�
100 rF ` �' ♦♦ \ \ \\ 1p`� GRADE BENCH \ \ / / oh/ \,80 pp, ` ho
♦♦ ` l l \ \ \ Mq\/TE/�\ \ 7S00 \\// 12,000 SF o0 0
♦ / / \ \ q/1/CE P \ \ / /� / \ S84 S `
700 1z ♦ l / \ \ q Tjy \ o�/ 66 / \`�\ 6 S4„�2�00'
\ ♦ / / / l l s Fr\ \ / 12,000 SF o g o pp, CLIENT
l l TEO \ COMMERCIAL / o / 58g'�� ry TpT\ g 1 T E
GRADE BENCH \ 7500' (0.28 AC) / 65 /� \� , o� S0�
•��, �, / l i i �o �, ,,,� ABJ INVESTMENTS,
�� / / \ ��\ ��\ \ / 12,000 SF o o`O \ �7 , 10
\ \ •��� // / \ \ \ \ \ 7S p0' / (0.28 AC) /� o 0 0/ 15.Op \\ XO
z
LLC
\ Cv
COMMERCIAL / // \ \\ \ 0�Op• 7S00,
\ \ GRADE BENCH / / �` \ TOTq�
\ 14,464 SF
100 /// // // \\ \\ \ \ ) (0.33 AC) /o o`o . <v O�
ACTIVE \ \ 1 1 s 00, � v°/ 2031 Middle Road
OPEN I I \ \ _ moo. O w l Gv
SPACE I I I / 12,000 SF o Fayetteville, North Carolina 28312
S75°0419 61v' / ( AC) /o o 2
/ 0 2s �' ^� Phone: [phone]
COMMERCIAL \ \ N59°39'20"W
\ foo yF I I GRADE BENCH 21 71' / = LEGEND:
N06°13'55"E 61.9
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goo I I 1 � ER� ECM-EXISTING CONCRETE MONUMENT
� 16.00' \ 9g• ` S O ERB-EXISTING REBAR
00� I I ;'� ' \ \ o COMPUTED POINT PROJECT INFORMATION
V / 10o yF WET POND#1 I I \ \ /84• 7S0 N/F - NOW OR FORMERLY
W/WALKING TRAIL I I I I �♦ •• \54.. 0 R/W - RIGHT OF WAY DESIGNED BY: SEAN/CHRIS
\ / / & BENCHES I I ♦♦ �, ♦' \ E 211 gg, ' RCP - REINFORCED CONCRETE PIPE
'��/�f 100 yF I I ♦�� - - ♦` \ TpTq� DRAWN BY: SEAN/CHRIS
PROPERTY LINE
I1p i i ••�� \ ADJACENT PROPERTY LINE CHECKED BY: SCOTT
I o RIGHT-OF-WAY
IIACTIVE I 100 yF \ - - - - - SETBACK LINE PROJECT NUMBER: 1894
OPEN foo too' I I 100 'r
1 1 , SPACE � e>I I 0100 ss SANITARY SEWER LINE
\\ \\ \ Imo , t• ��
I rF goo ri CA 1 10p
FM FORCE MAIN LINE
z \� \� �� ■ �\ 1,625,730 SF� , w WATER LDINEINAGE DRAWING SCALE
\ ` / / (37.32 AC) � ♦ // OUj VERHEAD UTILITY
\\ \\ ` \ / // // I `.♦ PERMANENT EASEMENT HORIZONTAL: 1 =50
\ \� /� �♦♦ TREE LINE
.100 210 MAJOR CONTOUR
- - - - - - - / // ' '�y� 20� MINOR CONTOUR DATE RELEASED
c \ GRAPHIC SCALE �100 yF x 208.47'SPOT ELEVATION
> \ PP�BENCHMARK MARCH 20, 2023
o COMMERCIALS �� ��--------------- �� so 0 2s so ioo 2ao
CZ.1 CZ.'' G ADE BENCH ���_ ------------------------------------------- i
------
__ • UTILITY L
C GUY WIRE
\\\ COMMERCIAL WALKING TRAIL COMMERCIAL
o GRADE BENCH GRADE BENCH ( IN FEET ) D4 WATER OVALVEEDESTAL
w SHEET NUMBER
C2■4 \ i 1 inch = 50 ft. A,� FIRE HYDRANT
('2•j / L! SANITARY SEWER MANHOLE
4 / ASPHALT
0 CONCRETE
SHEET KEYC -24
WETLANDS ■
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